JTHandy
Structural
- Sep 5, 2006
- 3
The ICC (2000, 2003) states that if you have a minimum live load of over 100 lbs/sf you can not reduce it, except only for columns (then it is a reduction of 20%). A study guide interprets this to only apply to storage facilities. In an example, they present a library building with a live load of 125 lbs/sf. The example shows that the live load is reduced as appropriate for smaller loads for each of the 5 floors.
When I read the code (1607.9.1.1 or 1607.9.2) there is no mention of storage differentiation. It seems to apply to all live loadings over 100 lbs/sf.
Does anyone have any clarification on this? Am I missing something?
When I read the code (1607.9.1.1 or 1607.9.2) there is no mention of storage differentiation. It seems to apply to all live loadings over 100 lbs/sf.
Does anyone have any clarification on this? Am I missing something?